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High-cycle fatigue and fracture behaviours of Cu-Be alloy with a wide strength range
J. C. Pang; S. X. Li; Z. F. Zhang
2013
发表期刊Fatigue & Fracture of Engineering Materials & Structures
ISSN8756-758X
卷号36期号:2页码:168-176
摘要The high-cycle fatigue and fracture behaviours of Cu-Be alloy with tensile strength ranging from 500 to 1300 MPa acquired by different treatments were studied. Fatigue crack initiation, fracture surface morphologies, S-N curves and fatigue strength show obvious differences due to the change of microstructure. At relatively low-strength level, some fatigue cracks originated from defects; while at high-strength level, all the fatigue cracks initiated from cleavage facets. It was found that the fatigue ratio increases linearly and fatigue strength changes quadratically with increasing tensile strength, only considering one strengthening mechanism. Finally, the fatigue strengths of various Cu-Be alloys were summarized.
部门归属[pang, j. c. ; li, s. x. ; zhang, z. f.] chinese acad sci, shenyang natl lab mat sci, inst met res, shenyang 110016, peoples r china. ; zhang, zf (reprint author), chinese acad sci, shenyang natl lab mat sci, inst met res, 72 wenhua rd, shenyang 110016, peoples r china. ; zhfzhang@imr.ac.cn
关键词Copper Alloy Fatigue Crack Initiation And Propagation Fatigue Strength High-cycle Fatigue S-n Curve Severe Plastic-deformation Crack Initiation Copper Regime Steels Damage
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语种英语
文献类型期刊论文
条目标识符http://ir.imr.ac.cn/handle/321006/71424
专题中国科学院金属研究所
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GB/T 7714
J. C. Pang,S. X. Li,Z. F. Zhang. High-cycle fatigue and fracture behaviours of Cu-Be alloy with a wide strength range[J]. Fatigue & Fracture of Engineering Materials & Structures,2013,36(2):168-176.
APA J. C. Pang,S. X. Li,&Z. F. Zhang.(2013).High-cycle fatigue and fracture behaviours of Cu-Be alloy with a wide strength range.Fatigue & Fracture of Engineering Materials & Structures,36(2),168-176.
MLA J. C. Pang,et al."High-cycle fatigue and fracture behaviours of Cu-Be alloy with a wide strength range".Fatigue & Fracture of Engineering Materials & Structures 36.2(2013):168-176.
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